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Research Article| December 17, 2014 UCSB Method for Simulation of Broadband Ground Motion from Kinematic Earthquake Sources Jorge G. F. Crempien; Jorge G. F. Crempien Earth Research Institute, University of California Santa Barbara, 1006 Webb Hall, Santa Barbara, California 93106 U.S.A.crempien@eri.uscb.eduralph@eri.ucsb.edu Search for other works by this author on: GSW Google Scholar Ralph J. Archuleta Ralph J. Archuleta Earth Research Institute, University of California Santa Barbara, 1006 Webb Hall, Santa Barbara, California 93106 U.S.A.crempien@eri.uscb.eduralph@eri.ucsb.edu Search for other works by this author on: GSW Google Scholar Author and Article Information Jorge G. F. Crempien Earth Research Institute, University of California Santa Barbara, 1006 Webb Hall, Santa Barbara, California 93106 U.S.A.crempien@eri.uscb.eduralph@eri.ucsb.edu Ralph J. Archuleta Earth Research Institute, University of California Santa Barbara, 1006 Webb Hall, Santa Barbara, California 93106 U.S.A.crempien@eri.uscb.eduralph@eri.ucsb.edu Publisher: Seismological Society of America First Online: 14 Jul 2017 Online ISSN: 1938-2057 Print ISSN: 0895-0695 © 2015 by the Seismological Society of America Seismological Research Letters (2015) 86 (1): 61–67. https://doi.org/10.1785/0220140103 Article history First Online: 14 Jul 2017 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation Jorge G. F. Crempien, Ralph J. Archuleta; UCSB Method for Simulation of Broadband Ground Motion from Kinematic Earthquake Sources. Seismological Research Letters 2014;; 86 (1): 61–67. doi: https://doi.org/10.1785/0220140103 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietySeismological Research Letters Search Advanced Search The representation theorem (equation 1.1) (Maruyama, 1963; Burridge and Knopoff, 1964; Haskell, 1964) relates slip on the fault to ground displacement at an arbitrary point in the field and can be deceptively simple as follows: (1.1)in which is the nth component of the ground displacement recorded at position and time t; is the ith component of slip (a discontinuity in displacement field) on the fault plane Σ at position ξ and time τ; νj is the jth component of the normal to fault plane, cijpq is the... You do not have access to this content, please speak to your institutional administrator if you feel you should have access.
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